ASTM C1433M-01

Standard Specification for Precast Reinforced Concrete Box Sections for Culverts, Storm Drains, and Sewers (Metric)

SCOPE
1.1 This specification covers single-cell precast reinforced concrete box sections intended to be used for the construction of culverts and for the conveyance of storm water industrial wastes and sewage.
1.2 This specification is the companion to inch-pound Specification C1433.
Note 1—This specification is primarily a manufacturing and purchasing specification. However, standard designs are included and the criteria used to develop these designs are given in the Appendix X1. The successful performance of this product depends upon the proper selection of the box section, bedding, backfill, and care that the installation conforms to the construction specifications. The purchaser of the precast reinforced concrete box sections specified herein is cautioned that he must properly correlate the loading conditions and the field requirements with the box section specified and provide for inspection at the construction site.

General Information

• Status: Historical
• Publication Date: 09-Jul-2001
• ICS: 23.040.50 - Pipes and fittings of other materials
• Technical Committee: C13 - Concrete Pipe
• Drafting Committee: C13.07 - Acceptance Specifications and Precast Concrete Box Sections

Relations

• Replaced By: ASTM C1433M-02 - Standard Specification for Precast Reinforced Concrete Box Sections for Culverts, Storm Drains, and Sewers (Metric)
• Effective Date: 10-Jul-2002

Standards Content (Sample)

Designation: C 1433M – 01
METRIC
Standard Specification for
Precast Reinforced Concrete Box Sections for Culverts,
1
Storm Drains, and Sewers [Metric]
This standard is issued under the fixed designation C 1433M; the number immediately following the designation indicates the year of
original adoption or, in the case of revision, the year of last revision. A number in parentheses indicates the year of last reapproval. A
superscript epsilon (e) indicates an editorial change since the last revision or reapproval.
1. Scope C 31/C 31M Practice for Making and Curing Concrete Test
3
Specimens in the Field
1.1 This specification covers single-cell precast reinforced
3
C 33 Specification for Concrete Aggregates
concrete box sections intended to be used for the construction
C 39 Test Method for Compressive Strength of Cylindrical
of culverts and for the conveyance of storm water industrial
3
Concrete Specimens
wastes and sewage.
4
C 150 Specification for Portland Cement
1.2 This specification is the companion to inch-pound
C 309 Specification for Liquid Membrane-Forming Com-
Specification C 1433.
3
pounds for Curing Concrete
NOTE 1—This specification is primarily a manufacturing and purchas-
C 497M Test Methods for Concrete Pipe, Manhole Sec-
ing specification. However, standard designs are included and the criteria
5
tions, or Tile [Metric]
used to develop these designs are given in Appendix X1. The successful
4
C 595 Specification for Blended Hydraulic Cements
performance of this product depends upon the proper selection of the box
C 618 Specification for Coal Fly Ash and Raw or Calcined
section, bedding, backfill, and care that the installation conforms to the
Natural Pozzolan for Use as a Mineral Admixture in
construction specifications. The purchaser of the precast reinforced
3
concrete box sections specified herein is cautioned that he must properly
Portland Cement Concrete
correlate the loading conditions and the field requirements with the box
C 822 Terminology Relating to Concrete Pipe and Related
section specified and provide for inspection at the construction site. 5
Products
6
2.2 AASHTO Standards:
2. Referenced Documents
Specifications for Highway Bridges, 1997 Edition
2.1 ASTM Standards:
A 82 Specification for Steel Wire, Plain, for Concrete Re-
3. Terminology
2
inforcement
3.1 Definitions—For definitions of terms relating to con-
A 185 Specification for Steel Welded Wire Fabric, Plain, for
crete pipe, see Terminology C 822.
2
Concrete Reinforcement
A 496 Specification for Steel Wire, Deformed, for Concrete
4. Types
2
Reinforcement
4.1 Precast reinforced concrete box sections manufactured
A 497 Specification for Steel Welded Wire Fabric, De-
in accordance with this specification shall be one of two types
2
formed, for Concrete Reinforcement
identified in Tables 1 and 2, and shall be designated by type,
A 615/A 615M Specification for Deformed and Plain
span, rise, and design earth cover.
2
Billet-Steel Bars for Concrete Reinforcement
1
This specification is under the jurisdiction of ASTM Committee C13 on
3
Concrete Pipe and is the direct responsibility of Subcommittee C13.07 on Annual Book of ASTM Standards, Vol 04.02.
4
Acceptance Specifications and Precast Concrete Box Sections. Annual Book of ASTM Standards, Vol 04.01.
5
Current edition approved July 10, 2001. Published August 2001. Originally Annual Book of ASTM Standards, Vol 04.05.
6
published as C 1433M–99. Last previous edition C 1433M–00a. Available from American Association of State Highway and Transportation
2
Annual Book of ASTM Standards, Vol 01.04. Officials (AASHTO),
Copyright © ASTM, 100 Barr Harbor Drive, West Conshohocken, PA 19428-2959, United States.
1

---------------------- Page: 1 ----------------------
C 1433M
TABLE 1 Design Requirements for Precast Concrete Box
4.6 250 400 400 250 460
Sections Under Earth Dead and HS20 Live Load Conditions
6.1 300 510 530 250 460
7.6 380 640 640 250 460
NOTE 1—Design earth covers and reinforcement areas are based on the
9.1 440 760 760 250 460
weight of a column of earth over the width of the box section as defined
A
in Appendix X1. Top slab 200 mm, bottom slab 150 mm.
NOTE 2—Concrete design strength 35 MPa.
1200 by 1200 by 125 mm
NOTE 3—The design earth cover indicated is the height of fill above the
2
Design Circumferential Reinforcement Areas, mm /m
top of the box section. Design requirements are based on the material and
Earth
A A A A A A A A “M,” mm
soil properties, loading data, and typical section as included in Appendix
Cover, m s1 s2 s3 s4 s5 s6 s7 s8
X1. For alternative or special designs, see 7.2.
A
0<0.6 380 1020 570 250 510 380 380 300
NOTE 4—Design steel area in millimetres per linear metre of box
0.6<0.9 340 800 720 250 460
section at those locations which are indicated on the typical section
0.9-1.5 250 380 380 250 460
included in Appendix X1. 3.0 250 320 320 250 460
4.6 250 420 440 250 460
NOTE 5—The top section designation, for example, 900 by 600 by 100
6.1 250 550 550 250 460
mm indicates (interior horiz
...